{"created":"2023-07-27T06:51:03.580444+00:00","id":44315,"links":{},"metadata":{"_buckets":{"deposit":"8460b99d-bca2-40ac-a07b-5ec5d904bbd5"},"_deposit":{"created_by":18,"id":"44315","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"44315"},"status":"published"},"_oai":{"id":"oai:kanazawa-u.repo.nii.ac.jp:00044315","sets":["934:935:936"]},"author_link":["2245","24195","11686","18326"],"item_4_biblio_info_8":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1995","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"513","bibliographicPageEnd":"127","bibliographicPageStart":"117","bibliographicVolumeNumber":"1995","bibliographic_titles":[{"bibliographic_title":"土木学会論文集"},{"bibliographic_title":"Proceedings of JSCE","bibliographic_titleLang":"en"}]}]},"item_4_creator_33":{"attribute_name":"著者別表示","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"Maegawa, Koji"}],"nameIdentifiers":[{},{}]},{"creatorNames":[{"creatorName":"Yoshida, Hiroshi"}],"nameIdentifiers":[{},{}]}]},"item_4_description_21":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"本研究は, コンクリートを充填した円形鋼管柱を, 落石防護柵の支柱に適用することを目的に, 数種の鋼棒, すなわち, 異型鋼棒, ボンド型PC鋼棒およびアンボンド型PC鋼棒で補強したコンクリート充填鋼管はりの落錘式衝撃曲げ載荷実験を行ない, 同時に, 静的曲げ載荷実験を行なうことにより, 落石防護柵に落石が衝突したときの挙動特性と支柱のエネルギー吸収能に対する検討を行なったものである.\n本研究より, コンクリート充填鋼管はりの引張側に適量のアンボンド型のPC鋼棒を配置し, その両端を定着したものが耐荷力およびエネルギー吸収能とも優れていることが明らかとなった.","subitem_description_type":"Abstract"},{"subitem_description":"This paper presents an experimental approach for the energy absorption capacity of the concrete-filled tubular steel beams subjected to the static and impulsive loads. Twenty-eight test beams of the concrete-filled steel tube reinforced with several types of tendons, that is, reinforced bars, bonded PC bars and unbonded PC bars, are tested under staic and impulsive loads. It was confinned from the test results that both the filling up a steel tube with concrete and the well-disposing tendons were effective for increasing the strength and ductility, and thus the energy absorption capacity of the tubular steel beams.","subitem_description_type":"Abstract"}]},"item_4_description_5":{"attribute_name":"提供者所属","attribute_value_mlt":[{"subitem_description":"金沢大学理工研究域環境デザイン学系","subitem_description_type":"Other"}]},"item_4_identifier_registration":{"attribute_name":"ID登録","attribute_value_mlt":[{"subitem_identifier_reg_text":"10.24517/00050657","subitem_identifier_reg_type":"JaLC"}]},"item_4_publisher_17":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"土木学会 = Japan Society of Civil Engineers"}]},"item_4_relation_12":{"attribute_name":"DOI","attribute_value_mlt":[{"subitem_relation_type":"isIdenticalTo","subitem_relation_type_id":{"subitem_relation_type_id_text":"10.2208/jscej.1995.513_117","subitem_relation_type_select":"DOI"}}]},"item_4_relation_28":{"attribute_name":"関連URI","attribute_value_mlt":[{"subitem_relation_name":[{"subitem_relation_name_text":"http://www.jsce.or.jp/index.html"}],"subitem_relation_type_id":{"subitem_relation_type_id_text":"http://www.jsce.or.jp/index.html","subitem_relation_type_select":"URI"}},{"subitem_relation_name":[{"subitem_relation_name_text":"https://www.jstage.jst.go.jp/browse/jscej/-char/en"}],"subitem_relation_type_id":{"subitem_relation_type_id_text":"https://www.jstage.jst.go.jp/browse/jscej/-char/en","subitem_relation_type_select":"URI"}}]},"item_4_rights_23":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"Copyright © by Japan Society of Civil Engineers 土木学会 "}]},"item_4_source_id_11":{"attribute_name":"NCID","attribute_value_mlt":[{"subitem_source_identifier":"AN10014020","subitem_source_identifier_type":"NCID"}]},"item_4_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"0289-7806","subitem_source_identifier_type":"ISSN"}]},"item_4_version_type_25":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"subitem_version_resource":"http://purl.org/coar/version/c_970fb48d4fbd8a85","subitem_version_type":"VoR"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"前川, 幸次 "}],"nameIdentifiers":[{},{}]},{"creatorNames":[{"creatorName":"吉田, 博"}],"nameIdentifiers":[{},{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2018-04-27"}],"displaytype":"detail","filename":"TE-PR-MAEGAWA-K-117.pdf","filesize":[{"value":"8.4 MB"}],"format":"application/pdf","licensetype":"license_11","mimetype":"application/pdf","url":{"label":"TE-PR-MAEGAWA-K-117.pdf","url":"https://kanazawa-u.repo.nii.ac.jp/record/44315/files/TE-PR-MAEGAWA-K-117.pdf"},"version_id":"1a5b9a98-343d-4944-9ea6-42e06914c16f"}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"jpn"}]},"item_resource_type":{"attribute_name":"資源タイプ","attribute_value_mlt":[{"resourcetype":"journal article","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"コンクリート充填鋼管はりの静的および重錘衝撃実験","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"コンクリート充填鋼管はりの静的および重錘衝撃実験"},{"subitem_title":"Impulsive loading tests on concrete-filled tubular steel beams reinforced with tendon","subitem_title_language":"en"}]},"item_type_id":"4","owner":"18","path":["936"],"pubdate":{"attribute_name":"公開日","attribute_value":"2018-04-27"},"publish_date":"2018-04-27","publish_status":"0","recid":"44315","relation_version_is_last":true,"title":["コンクリート充填鋼管はりの静的および重錘衝撃実験"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2024-05-13T05:51:42.592903+00:00"}